三种挡板水闸水流特性的室内研究。

Duaha Al-mallah, H. Hayawi
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引用次数: 0

摘要

本研究的主要目的是通过实验研究三个挡板水闸的流量系数,并与单个挡板水闸进行比较。河道坡度变化2次(0,0.0075)。为此,用纤维类材料制作了三个挡板水闸,分别为厚(1cm)、宽(30cm)、高(15,25,30)cm的第一、第二和第三闸。三个门从上到下都有2mm厚的锋利边缘。三个平行挡板门之间的距离改变了三次(2,3.5,5)厘米。分析结果表明,水平通道的流量系数Cd随水流方向的变化大于倾斜通道的流量系数Cd,闸门间距的变化对流量系数Cd的影响不大,水平通道和三门的流量系数Cd在0.561 ~ 0.736之间,而倾斜通道的流量系数Cd在0.523 ~ 0.662之间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Laboratory Study of Flow Characteristics Through three Baffle – Sluice Gates.
The main objective of this study is to investigate the experimentally the coefficient of discharge for three baffle sluice gates and compared with single gate. The channel slope was changed tow times (0, 0.0075). For this purpose three baffle sluice gates were made from fibber class with (1cm) thick, (30cm) wide and (15,25,30)cm height for first, second and third gate respectively. The three gates have been sharp edge from the top and bottom with 2mm thick .The distance between the three parallel baffle gates were changed three times (2, 3.5, 5) cm. The analysis of results showed that discharge coefficient Cd in horizontal channel is larger than its value in inclined channel with direction of flow and the change in space between gates didnt cause an important difference between values of discharge coefficient Cd. The values of Cd were between (0.561 -0.736) for horizontal channel and three gates, while when the channel inclined the values of Cd were between (0.523-0.662) for three gates.
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